Frame wall pile type wharf

Abstract

The invention relates to a frame wall pile type wharf comprising a wharf surface, a pile foundation, an apron board and backfill. The wharf is characterized in that the pile foundation is of a wall pile frame structure comprising a square frame and wall piles. The front side wall and the rear side wall of the square frame are provided with a plurality of wall pile holes in the longitudinal direction. A plurality of the preformed wall piles penetrate through the wall pile holes. The left wall and the right wall vertical to the side walls of the square frame are provided with wall pile holes, supporting piles penetrate through the wall pile holes, the square frame is arranged on the upper portions of the wall piles, and the outer sides or the inner sides of the wall piles, on the side facing water, of the lower portion of the square frame are provided with the apron board used for blocking silt. The frame wall pile type wharf has the advantages of being strong in foundation adaptability, high in component performing degree and simple and convenient to construct as a traditional sheet pile type wharf and a high pile wharf, and meanwhile overcomes the defects that the sheet pile type wharf and the high pile wharf are poor in durability and low in bearing ability.

Description

technical field [0001] The invention belongs to hydraulic structures, in particular to a frame wall pile type wharf. Background technique [0002] The main characteristics of hydraulic structures are that they are restricted by natural conditions, the working conditions are complicated, and the construction is difficult. Therefore, the choice of its structural form must not only meet the requirements of the project, but also consider the applicability of the project site environment and the convenience of construction. sex and economy. Traditional hydraulic structures have the advantages of good structural reliability and mature construction technology, but there are many limiting factors in their actual use. [0003] At present, taking the wharf structure as an example, its traditional structural forms are mainly divided into three types: sheet pile type, gravity type and high pile type. [0004] The sheet pile wharf relies on the lateral soil resistance of the sheet pile...

AI Technical Summary

Problems solved by technology

However, this invention still has the disadvantages of poor durability and low bearing capacity of the traditional high-piled wharf

[0010] At present, the wharf hydraulic structures are gradually developing towards large-scale and deep-water structures. The site conditions are becoming more and more complex, and the construction difficulty is increasing. The traditional structural form can no longer meet the engineering requirements.

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